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Finite element model updating for large span spatial steel structure considering uncertainties

机译:考虑不确定性的大跨度空间钢结构有限元模型更新

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In order to establish the baseline finite element model for structural health monitoring,a new method of model updating was proposed after analyzing the uncertainties of measured data and the error of finite element model.In the new method,the finite element model was replaced by the multi-output support vector regression machine(MSVR).The interval variables of the measured frequency were sampled by Latin hypercube sampling method.The samples of frequency were regarded as the inputs of the trained MSVR.The outputs of MSVR were the target values of design parameters.The steel structure of National Aquatic Center for Beijing Olympic Games was introduced as a case for finite element model updating.The results show that the proposed method can avoid solving the problem of complicated calculation.Both the estimated values and associated uncertainties of the structure parameters can be obtained by the method.The static and dynamic characteristics of the updated finite element model are in good agreement with the measured data.
机译:为了建立用于结构健康监测的基线有限元模型,在分析测量数据的不确定性和有限元模型的误差之后,提出了一种新的模型更新方法。在新方法中,用有限元模型代替有限元模型。多输出支持向量回归机(MSVR)。通过拉丁超立方体采样方法对测量频率的间隔变量进行采样,将频率采样作为训练后的MSVR的输入,MSVR的输出为设计的目标值以北京奥运会国家水上运动中心的钢结构为例进行有限元模型更新,结果表明该方法可以避免计算复杂的问题,结构的估计值和相关不确定性通过该方法可以获得参数。更新的有限元模型的静态和动态特性正在进行中od与测量数据一致。

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